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Management of BWRO systems using long-term monitoring of feed water quality to avoid future membrane process failure

机译:使用长期监控进水水质的BWRO系统管理,以避免未来的膜工艺失败

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摘要

Pumping of wells from aquifers that are used to supply brackish-water reverse osmosis (BWRO) treatment systems commonly causes increases of water salinity in time. Some key aspects of assuring operational security are the magnitude of the water quality changes to assure that treatment can continue without failure of the process, reduction in installed capacity, or the necessity to modify the process by increasing the operational pressure and changing the membranes. An example of a BWRO system that uses a leaky aquifer system as a source of feed water located in Florida shows that careful monitoring of the well water quality and individual well pumping rates over a 10-year operating period can be used to assess the projected long-term changes in water quality with regard to the treatment facility design. The total dissolved solids concentration of the wellfield began with an average TDS of 2,461 mg/L which changed over 10 years to an average of 2,855 mg/L. The variation in time is linear and the projected average change for the next 20 years shows that the average TDS for the current pumping rate will increase to 3,611 mg/L which is well below the design maximum TDS treatment ability of 8,129 mg/L.
机译:从用于提供微咸水反渗透(BWRO)处理系统的含水层抽水通常会导致水盐度随时间增加。确保操作安全性的一些关键方面是水质变化的幅度,以确保可以继续进行处理而不会导致过程失败,安装量减少或需要通过增加操作压力和更换膜来修改过程。 BWRO系统的一个示例,该系统使用泄漏的含水层系统作为佛罗里达州的给水水源,表明在10年的运行期内对井水质量和单个井的抽水速率进行仔细监控可以用来评估预计的长期采油量。处理设施设计中水质的长期变化。井场的总溶解固体浓度开始于平均TDS为2,461 mg / L,在10年内变化为平均2,855 mg / L。时间的变化是线性的,未来20年的预计平均变化表明,当前抽气速率的平均TDS将增加到3,611 mg / L,远低于设计的最大TDS处理能力8,129 mg / L。

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